MPA-BS 6165/583/12 - Materialprüfanstalt für das Bauwesen
MPA-BS 6165/583/12 - Materialprüfanstalt für das Bauwesen
MPA-BS 6165/583/12 - Materialprüfanstalt für das Bauwesen
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This is to certify that the construction product<br />
.4IPA<br />
iBMB. BRAUNSCHWEIG<br />
<strong>Materialprüfanstalt</strong><br />
Institut <strong>für</strong> Baustoffe, <strong>für</strong> <strong>das</strong> <strong>Bauwesen</strong><br />
Massivbau und Brandschutz<br />
FERMACELL Gypsum Fibre Board Partition System<br />
placed on the market by<br />
Fermacell GmbH<br />
Düsseldorfer Landstraße 395<br />
0-47259 Duisburg<br />
has been assessed against the requirements of the <strong>MPA</strong> General Requirements for Certifica<br />
tion of Fire Protection Products and is approved for use subject to the application conditions<br />
appended hereto.<br />
This certificate remains valid till 2018-02-04, if neither the product nor the production are modi<br />
fied significantly. This certificate remains also valid for modified applications provided the con<br />
ditions in chapter D of this document are being met.<br />
Braunschweig, 2013-02-05<br />
Materialprtifanstalt (<strong>MPA</strong>)<br />
<strong>für</strong> <strong>das</strong> <strong>Bauwesen</strong><br />
Beethovenstraße 52<br />
0-38108 Braunschweig<br />
Fon +49 (0)531-391-5400<br />
Fax +49 (0)531-391-5900<br />
infompa tu-bs de<br />
www inpa tu-bs de<br />
CERTIFICATE<br />
No. <strong>MPA</strong>-<strong>BS</strong> <strong>6165</strong>1<strong>583</strong>1<strong>12</strong><br />
- This document consists of 7 pages. -<br />
Norddeutsche LB Hannover<br />
106 020 050 BLZ 25050000<br />
Swift-Code: NOLADE 2H<br />
USI.-ID-Nr 05183500654<br />
Steuer-Nr: 14/201/22859<br />
IBAN DE582505000001 06020050<br />
Dr.-lng. W. Hinrichs<br />
Head of certification<br />
Notitied body (076 1-CPD)<br />
Die <strong>MPA</strong> Braunschweig ist <strong>für</strong> Prüfung, Uberwachung,<br />
Inspektion und Zertifizierung bauaufsichtlich anerkannt<br />
und notifiziert. Die <strong>MPA</strong> Braunschweig ist als Prüf- und<br />
Kalibrierlaboratorium nach ISO/IEC 17025 und als In<br />
spektionsstelle nach ISO/IEC 17020 akkreditiert
.4IPA<br />
<strong>MPA</strong>BRAUNSCHWEIG 1 TU BRAUNSCHWEIG<br />
Page 2 of 71 Certificate No, <strong>MPA</strong>-<strong>BS</strong> <strong>6165</strong>/<strong>583</strong>/<strong>12</strong><br />
This certificate relates to the use of the FERMACELL Gypsum Fibre Board Partition System, a<br />
non-loadbearing, insulated, mineral wool cored partition wall assembly. lt attests fire resistance<br />
performance between 60 minutes and <strong>12</strong>0 minutes of partition systems and a shaft-wall, de<br />
pendant on the framework, the insulation and the thickness of boards.<br />
The certification is based on the <strong>MPA</strong> General Requirements for Certification of Eire Protection<br />
Products. For the initial type testing of the FERMACELL Gypsum Fibre Board Partition System<br />
EN 1363-1, EN 1363-2, EN 1364-1, ASTM E119-11 or <strong>BS</strong> 467 Part 22 were applied. lnspec<br />
tions of the Eactory Production Control are performed on a regular basis including audit test<br />
ing. The certification procedure applied encompasses all elements of ISOIIEC Guide 67 sys<br />
tem 5.<br />
SPECIFICATION FOR THE FERMACELL GYPSUM FIBRE BOARD PARTITION SYSTEM<br />
The table gives an overview on different types of the system with the fire resistance perform<br />
ance and essential dimensional data:<br />
TYPE Fire rating [mm] Thickness [mm] Wall height [m]<br />
1S21 60 <strong>12</strong>.5 6.0<br />
1S31 10.Oorl2.5<br />
1S33 18.0<br />
90 8.0<br />
1S31 and 1S41 2 x <strong>12</strong>.5<br />
<strong>12</strong>0 4.0<br />
1S33 18.0<br />
Shaft-wall <strong>12</strong>0 <strong>12</strong>.5or15.0 4.0<br />
The descriptions for mounting below provide important specific informatiorj.ßn...tIJe framework,<br />
the insulation and the boards to be used.<br />
A. Fire resistance performance of up to 60 minutes (1S21)<br />
FRAMEWORK ‘\ 6<br />
Head and base track (size: 75mm x 4Omm x 0.6mm thick) shall be fix tdüporting the<br />
structure at maximum 600mm centres with steel fixings of a type to suit to the supporting struc<br />
tu re.<br />
Studs (size: 74mm x 47mm x 0.6mm thick with 6mm returned edges) shall be positioned within<br />
the head and base tracks at maximum 600mm centres and trimmed to allow a lOmm expan<br />
sion gap at the head. The friction shall be fitted between the head and the base track section.<br />
/
.4‘IPA<br />
<strong>MPA</strong>BRAUNSCHWEIG 1 TU BRAUNSCHWEIG<br />
Certificate No. <strong>MPA</strong>-<strong>BS</strong> <strong>6165</strong>/<strong>583</strong>/<strong>12</strong><br />
Page 3 of 7 1<br />
1 NSULATION<br />
A cavity insulation with mineral rock fibre based slab (6Omm thick, density 35 kg/m<br />
used with the friction fitted between the studs.<br />
3) shall be<br />
For insulation a FERMACELL Perimeter strip with mineral rock wool (lOmm thick, l000mm<br />
long) shall be used which is clamped by the track section head and base and by the stud fixed<br />
along the vertical edge.<br />
BOARDS<br />
The FERMACELL gypsum fibre boards shall be fitted in a single layer per side and screwed to<br />
the framework using FERMACELL dry wall screws (size: 3.9mm x 3Omm) at 250mm centres.<br />
Different joint techniques as described in the manufacturer‘s manual are allowed. The joints<br />
must be closed.<br />
B. Fire resistance performance of up to 90 minutes<br />
B.1 Partition system with a single layer FERMACELL gypsum fibre board (1S33)<br />
FRAMEWORK<br />
Head and base track (size: 75mm x 4Omm x 0.6mm thick) shall be fixed to supporting the<br />
structure at maximum l000mm centres with steel fixings of a type to suit to the supporting<br />
structure.<br />
Studs (size: 74mm x 47mm x 0.6mm thick with 6mm returned edges) shall be positioned within<br />
the head and base tracks at maximum 600mm centres and trimmed to altow a lOmm expan<br />
sion gap at the head. The friction shall be fitted between head and base track sections.<br />
1 NSU LATI ON<br />
A cavity insulation mineral rock fibre based slab (6Omm thick, density minimum 50 kglm<br />
be used with the friction fitted between the studs.<br />
3) shall<br />
For insulation a FERMACELL Perimeter strip with mineral rock wool (lOmm thick, l000mm<br />
long) shall be used which is clamped by the track section head and base and by the stud fixed<br />
along the vertical edge.<br />
BOARDS<br />
The FERMACELL gypsum fibre boards shall be fitted in one layer per side and screwed to the<br />
framework using FERMACELL dry wall screws (size: 3.9mm x 3Omm) at 250mm centres. Dif<br />
ferent joint techniques as described in the manufacturer‘s manual are allowed. Joints must be<br />
closed.
.44PA<br />
<strong>MPA</strong>BRAUNSCHWEIG 1 TU BRAUNSCHWEIG<br />
Page 4 of 7 1<br />
Certificate No. <strong>MPA</strong><strong>BS</strong> <strong>6165</strong>/<strong>583</strong>/<strong>12</strong><br />
B.2 Partition system with a double Iayer FERMACELL gypsum fibre board (1S31)<br />
FRAMEWORK<br />
Head and base track (size: 75mm x 4Omm x 0.6mm thick) shall be fixed to supporting structure<br />
at maximum 600mm centres with steel fixings of a type to suit to the supporting structure.<br />
Studs (size: 74mm x 47mm x 0.6mm thick with 6mm returned edges) shall be positioned within<br />
the head and base tracks at maximum 600mm centres and trimmed to allow a lOmm expan<br />
sion gap at the head. The friction shall be fitted between head and base track sections.<br />
INS U LATION<br />
A cavity insulation mineral rock fibre based slab (6Omm thick, density minimum 30 kg/m<br />
be used with the friction fltted between the studs.<br />
3) shall<br />
For insulation a FERMACELL Perimeter strip with mineral rock wool (lOmm thick, l000mm<br />
long) shall be used which is clamped by the track section head and base and by the stud fixed<br />
along the vertical edge.<br />
BOARDS<br />
FERMACELL gypsum fibre boards shall be fitted in two layers per side and screwed to the<br />
framework using FERMACELL dry wall screws (size: 3.9mm x 3Omm) at 400mm centres for<br />
the inner layers and FERMACELL dry wall screws (size: 3.9mm x 4Omm) at 250mm centres<br />
for the outer layers. Different joint techniques as described in the manufacturer‘s manual are<br />
allowed. Joints must be closed.<br />
C. Fire resistance performance of up to <strong>12</strong>0 minutes<br />
C.1 Partition System with a single layer FERMACELL gypsum fibre board (1S33)<br />
FRAMEWORK<br />
Head and base track (size: 75mm x 4Omm x 06mm thick) shall be fixed to supporting structure<br />
at maximum 600mm centres with steel fixings of a type to suit to the supporting structure.<br />
Studs (size: lOOmm x 47mm x 0.6mm thick with 6mm returned edges) shall be positioned<br />
within the head and base tracks at maximum l000mm centres and trimmed to allow a lOmm<br />
expansion gap at the head. The friction shall be fitted between head and base track sections.<br />
INS U LATI ON<br />
A cavity insulation mineral rock fibre based slab (8Omm thic.tsity minimum 50 kg/m<br />
be used with the friction fitted between the studs. -‚<br />
/ 7 ejjP \;‘\<br />
.f!( i<br />
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S ))<br />
3) shall
.IPA<br />
<strong>MPA</strong>BRAUNSCHWEIG 1 tU BRAUNSCHWEIG<br />
Page 5 of 7 Certificate No <strong>MPA</strong>-<strong>BS</strong> <strong>6165</strong>/<strong>583</strong>/<strong>12</strong><br />
For insulation a FERMACELL Perimeter strip of mineral rock wool (lOmm thick, l000mm long)<br />
shafl be used which is clamped by the track section head and base and by the stud fixed along<br />
the vertical edge.<br />
BOARDS<br />
FERMACELL gypsum fibre boards shall be fitted in one layer per side and screwed to the<br />
framework using FERMACELL dry wall screws (size: 3.9mm x 3Omm) at 250mm centres. Dif<br />
ferent joint techniques as described in the manufacturer‘s manual are allowed. Joints must be<br />
closed.<br />
C.2 Partition system with double layer FERMACELL gypsum fibre board (1S31 and<br />
1 S41)<br />
FRAMEWORK<br />
Head and base track (size: 75mm x 4Omm x 0.6mm thick) shall be fixed to supporting structure<br />
at maximum 600mm centres with steel fixings of a type to suit to the supporting structure.<br />
Studs (size: 74mm x 47mm x 0.6mm thick with 6mm returned edges) shall be positioned within<br />
the head and base tracks at maximum 600mm centres and trimmed to allow a lOmm expan<br />
sion gap at the head. The friction shall be fitted between head and base track sections.<br />
INS U LATI ON<br />
A cavity insulation mineral rock fibre based siab (5Omm thick, density minimum 50 kglm<br />
be used. The friction shall be fitted between the studs.<br />
3) shall<br />
For insulation a FERMACELL Perimeter strip of mineral rock wool (lOmm thick, l000mm long)<br />
shal) be used which is clamped by the track section head and base and by the stud fixed along<br />
the vertical edge.<br />
BOARDS<br />
FERMACELL gypsum fibre boards shall be fitted in two layers per side and screwed to the<br />
framework using FERMACELL dry wall screws (size: 3.9mm x 3Omm) at 250mm centres for<br />
the inner layers and FERMACELL dry wall screws (size: 3.9mm x 4Omm) at 250mm centres<br />
for the outer Iayers. Different joint techniques as described in the manufacturer‘s manual are<br />
allowed. Joints must be closed.
.44PA<br />
<strong>MPA</strong>BRAIJNSCHWEIG<br />
Page 6 of 7 1 Certificate No. <strong>MPA</strong>-<strong>BS</strong> <strong>6165</strong>/<strong>583</strong>/<strong>12</strong><br />
1 TU8RAUNSCHWEIG<br />
C.3 Shaft-walI<br />
FRAMEWORK<br />
Head and base track (size: lOOmm x 6Omm x O.7mm thick) shall be fixed to supporting struc<br />
ture at maximum 600mm centres with steel fixings of a type to suit to the supporting structure.<br />
Studs (size: 98mm x 26mm x O.7mm thick with a special E track profile) shall be positioned<br />
within the head and base tracks at maximum 4lOmm centres and trimmed to allow a lOmm<br />
expansion gap at the head. The friction shall be fitted between head and base track sections.<br />
Intermediate E-studs shall be screwed back to back together using waver head steel screws<br />
(size: l3mm long x 4mm diameter) at 300mm centres along with the full height of studs. Intu<br />
mescent mastic shall be inserted between the studs.<br />
1 NSU LATI ON<br />
3) shall<br />
A cavity insulation mineral rock fibre based siab (6Omm thick, density minimum 33 kg/m<br />
be used with friction fitted in all voids between the studs.<br />
For insulation a FERMACELL Perimeter strip of mineral rock wool (lOmm thick, l000mm long)<br />
shall be used which is clamped by the track section head and base and by the stud fixed along<br />
the vertical edge.<br />
BOARDS<br />
For the exposed face FERMACELL gypsum fibre boards shall be used with the friction fit in<br />
one layer within the E-studs. All edges shall be bedded on intumescent mastic.<br />
For the unexposed face FERMACELL gypsum fibre boards shall be fitted in two layers and<br />
screwed to the framework using FERMACELL dry wall screws (size: 3.9mm x 3Omm) at<br />
250mm centres for the inner layer and FERMACELL dry wall screws (size: 3.9mm x 4Omm) at<br />
250mm centres for the outer layer. Different joint techniques as described in the manufac<br />
turer‘s manual are allowed. Joints must be closed.
.tPA<br />
<strong>MPA</strong>BRAUNSCHWEIG 1 TU BRAUNSCHWEIG<br />
Page 7 of 7 1<br />
D Modifications<br />
Certificate No. <strong>MPA</strong>-<strong>BS</strong> <strong>6165</strong>/<strong>583</strong>/<strong>12</strong><br />
In accordance with the <strong>MPA</strong> General Requirements for Certification of Eire Protection Products<br />
the following modifications to the specifications as detailed previously may be made, whilst<br />
maintaining the certification:<br />
The height of the construction may be decreased<br />
The thickness of the construction may be increased<br />
The thickness of component materials may be increased<br />
The linear dimensions of boards together with the size of insulation (but not both thick<br />
nesses) may be decreased<br />
The spacing of studs may be decreased<br />
The distance of fixing centres may be decreased<br />
The density of the insulation may be increased<br />
End of the certificate
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